JP2014511950A5

JP2014511950A5 -

Info

Publication number: JP2014511950A5
Application number: JP2013558316A
Authority: JP
Filing date: 2012-02-28
Publication date: 2015-04-02
Anticipated expiration: 2032-02-28

Description

図１５の左半図は、それぞれ端面側で鉄筋棒１０に接合されたボックス１０１４を備えた矩形の壁モジュール１００２の鉄筋格子１０１２の斜視図である。右半図には、コンクリートを注型した、引き渡し状態での、壁モジュール１００２が示されている。各ボックス１０１４は、壁モジュール１００２の接合の際に隣接する壁モジュール１００２のボックス１０１４とはボルト接合によって接合される。 The left half of FIG. 15 is a perspective view of a rectangular wall module 100 2 rebar grid 1012 having a box 1014 that is joined to reinforcing steel bar 10 in the end face side. The right half view, the concrete was cast, in the handover state, the wall module 100 2 is shown. Each box 1014, the wall module 100 2 box 1014 adjacent in the junction of the wall module 100 2 are joined by bolting.

図１６は、２つの壁モジュール１００２の接合箇所における、このようにして接合されるボックスーボックスコンビネーションの縦断面図である。図１７、図１８は、図１６にローマ数字で示した切断箇所の横断面図である。 16, in the two joint wall module 100 2 is a longitudinal sectional view of the box over the box combination to be joined in this manner. 17 and 18 are cross-sectional views of the cut portions indicated by Roman numerals in FIG.

壁モジュール１００２に向いた側では、各ボックス１０１４は、鉄筋棒１０の端部に接合固定される。これは、いわゆるＬＥＮＴＯＮ（登録商標）ボルト継ぎ手１０１６または同様の手段で行われる。鉄筋棒１０の円錐状にテーパーを付けられて外ねじを設けられた端部が、そのため相補的な形状を持つねじスリーブ１０１８若しくはボルト継手にねじ込まれて、ボックス１０１４の全体の要素が形成される。 On the side facing the wall module 100 2, each box 1014 is joined and fixed to an end portion of the reinforcing bar rod 10. This is done with a so-called LENTON® bolt joint 1016 or similar means. The conically tapered end of the rebar 10 that is externally threaded is then screwed into a complementary thread sleeve 1018 or bolt joint to form the overall element of the box 1014. .

Claims

A wall body (8) having a regular base surface and a plurality of edges, and a plurality of reinforcing bar bars (10) which are inserted into the wall body (8) to form a regular rebar lattice as a whole. In the wall module (2), which is formed as precast concrete for the construction of a building,
The reinforcing bar (10) penetrates the wall body (8) substantially from edge to edge, and is provided with a joining member (6) at its end, and the joining member (6) is directly adjacent. It is formed for joining with a complementary joining member (6) of the wall module (2), and each joining member (6) is in a plane perpendicular to the longitudinal direction of the reinforcing bar (10) with respect to a predetermined central position. The wall module is provided with play and joined to the associated reinforcing bar (10) so that it can move in all directions by at least 2 millimeters.

The wall module (2) according to claim 1,
A wall module comprising a rectangular base and four edges, and wherein the reinforcing bars (10) each extend in parallel to the edges.

The wall module (2) according to claim 1 or 2,
Wall module characterized in that the possibility of movement of at least 5 millimeters is guaranteed.

The wall module (2) according to one of claims 1 to 3,
Wall module the joining member (6), characterized in being designed for force engagement joining by grub that Flip sleep each other.

The wall module (2) according to one of claims 1 to 4,
A wall module characterized in that the reinforcing bar (10) extends in parallel with each other, is bundled into a joining unit (4), and is joined to the same joining member (6) at the end side.

Wall module (2) according to one of claims 1 to 5,
The reinforcing steel bar (10) extends horizontally in the assembled state, it is engaged secured against the bearing member having at least one holding plate (12) at its end side,
Each holding plate (12) is gripped by a U-shaped saddle member (14) provided with a substrate (16) and two leg plates (18), and the front leg plate (18) is attached to the horizontal joining member ( wall module characterized in that it is engaged stationary contact 6).

The wall module (2) according to claim 6,
Each said bearing member, only the rectangular of the holding plate consists of (12), the wall module, characterized in that the holding plate is engaged stationary contact a total of two rebar rods (12).

The wall module (2) according to claim 7,
Each of the supporting members has two rectangular holding plates (12), and these holding plates are joined to each other via two rectangular horizontal plates (30). One of affiliation rebar rods (10) are fixed together against, and each of both the holding plate (12) is characterized in that it is gripped by a saddle member joined to a horizontal joining member (6) (14) Wall module.

Wall module (2) according to one of claims 6 to 8,
Each said horizontal joining member (6) is a complementary male screw bolt (20), with a female bush (26) with internal threads and an external counter nut (28). And
The wall module, wherein the male joint member (6) and the female joint member (6) cooperate like a turnbuckle in a joined state.

The wall module (2) according to claim 9,
Each of the bushes (26) is screwed into a screw bolt (20) provided on a saddle member (14) for fixing at an end facing the carrying member.

The wall module (2) according to claim 10,
The leg plate (18) of each of the saddle members (14) is provided in parallel with the reinforcing bar (10) in the horizontal direction, and has a receiving slit (22) extending in parallel therewith. Limited by (24)
The screw bolts (20) of the attached joining member (6) are pressed between the leg plates (18) along the accommodation slit (22), and the leg plates (18) within the range of the slit edges (24). wall module characterized in that it is engaged stationary contact on).

The wall module (2) according to one of claims 1 to 11,
The reinforcing steel bars (10) extending in the vertical direction in the assembled state, it is engaged secured against the bearing member at its end side,
The carrying member has a notch for passing a screw bolt (38) having an external thread, and the screw bolt is provided with two screwed nuts (40) and an optional screw bolt ( 38) A wall module, which cooperates with an anchor plate (36) penetrated by 38) and functions as a vertical joining member (6).

The wall module (2) according to claim 12,
Each of the supporting members has four rectangular frame plates (32) joined to each other in the form of a rectangular frame, and the two opposing frame plates (32) are fixed to the reinforcing bar (10), respectively. wall module characterized in that it is engaged against each other.

The wall module (2) according to one of claims 1 to 13,
The wall body (8) has, in the form of a sandwich structure, an outer petri dish and an inner petri dish and a core filling between them;
The wall module, wherein the outer petri dish and the inner petri dish are joined to each other so as not to slide through the reinforcing bar member.

15. A building characterized in that it is assembled by joining together a plurality of wall modules (2) according to one of claims 1 to 14 via a joining member (6).

The building of claim 15,
Seam is between the wall module (2) with each other, and optionally notch of each said wall (8) in the range of the joining member (6) is, thus filling the filling member mentioned concrete as an example A building characterized by being made.

14. A prefabricated joining system comprising a number of wall modules (2) according to one of claims 1 to 13, comprising the following groups:
A U carrier (1004, 1054, 1062) or box (1014), which is arranged at the seam between the two wall modules (2) and to which the reinforcing bar (10) is screwed,
A U-carrier (1004, 1004, which is located at the seam between the two wall modules (2) and in which the reinforcing bar (10) is shape-engagedly engaged by screwed metal claws (1046, 1060) 1054, 1062) or box (1014),
A joining plate (1034) or box (1034) or box (1014) or box (1014, 1054) joined together by screw bolts (1020, 1038) to be screwed to one of the reinforcing bar (10) 1014, 1054)
A joining system comprising one or more members included in a dual head anchor (1070);